DIME - Test Summary

Summary for Test 2022-03-02-20-1

Test performed: CTM 231-March 2013

Project Identifiers	Project ID: 212112 DEA: 080C2514 EFIS: 0816000076 COOP: 081645
DIST-CO-RTE-PM	08-SBD-10-0.0/13.2
Award Date	06/06/2018
Closeout Date	Not set
Work Description	Design-Build of I-10 Corridor Contract 1 - Adding 2 new Express Lanes
Location Description	LA/SBD County Line to PM 13.2 near I-15
QA Service Level	1 (Verified on 10/16/2019)

Sample Taken Date	03/02/2022	Sample Unique Key	20
Date that the sample was received by the laboratory/organization performing the testing	03/02/2022	Sample type	Quality Assurance
A brief description of the sample	Soil	The quantity of what the sample constitutes	<2000 sqy
From where was the sample collected	Job Site	First name of sampler or witnessed by	Julius
Last name of sampler or witnessed by	E	Title of sampler	TET
Telephone number of sampler		Laboratory sample identification	03022022 TEST 01
Linked DIME Sample ID		The fabricator/manufacturer/facility name	CTM 231 TEST LOCATION
Transportation Laboratory (TL) Number		Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier		Structure name
Bid Item	Not set

Material Type	Soil	The fabricator's/manufacturer's product name for the sample	omar G G
The fabricator/manufacturer designation for the sample		A detailed description of where the material sample was collected	AT THE JOB SITE
Where the material sample would have been placed if not sampled

DIME Sample ID: 2022-03-02-20

DIME Test ID: 2022-03-02-20-1

Testing Lab: CT D08 - Barstow Field Laboratory 1

Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages

Test Release Date: 2022-03-04

Method Type:: Standard Count

Number of Tests:: 3

Common Test Maximum Used:: No

Input Type: Measured

Tester's full name: Julius E

Date of test: 03/02/2022

Gage No.: 33196

Test No.: 1

Nuclear By: JULIUS E

Non-Bias Plan No.: 2

Depth: 8

Material No.: AGGREGATE BASE

Material Type: SUBGRADE

Impact By: JULIUS E

Standard Count Density: 1828

Count or Density 1: 1097

Count or Density 2: 1119

Count or Density 3: 1221

Standard Count Moisture: 754

Moisture Count 1: 136

Moisture Count 2: 146

Moisture Count 3: 130

Sum of Count or Density: 3437

Average of Count or Density: 1146

Sum of Moisture Count: 412

Average of Moisture Count: 137

Count Ratio Density: 0.63

Count Ratio Moisture: 0.18

Calculated Percent Relative Compaction: 91.7 %

Reported Percent Relative Compaction: 92 %

General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/4/2022 ✔